Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Eprocure
Opening Date2 Dec 2019
Closing Date12 Dec 2019
Tender Amount₹ 15,47,972
Costs
EMD
₹ 77,000Document Cost
₹ 1,475Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_LDAUP_409731_1Bid Award Id
ViewTender No
41/E-Tender/CE/2019-20Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
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Documents
BOQ Items
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Ist Class Brick work in 1:4(1 cement : 4 Coarse sand) mortar in foundation and plinth including supply of all materials labour t&p etc required for proper completion of the work. (P.W.D-2019 chapter-6 item No. 305b)
34
-
5160
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Providing and laying cement concrete in 1:2:4( 1cement : 2 coarse sand: 4 graded stone grit 20mm nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. (P.W.D-2019 chapter-5 item No-279b)
3
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7680
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12 mm thick plaster with cement mortar in Proportion of 1:4 cement & Coarse sand including supply of all materials labour t&p etc required for proper completion of the work. (SI No-584+diff of cost coarse sand & fine sand)
344
-
180
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M-150 brick work in 1:4 cement and course sand of 2.26 FM. mortar in Super Structur including supply of all materials, labour, T&P etc. required for proper completion M-150 of the work. (SI 305b+309+310/2019)
29
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5785
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P/L of 6kg/cm in 110mm dia PVC Pipe etc all complete.
160
-
262
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Supply & Stacking at site PVC Specials (Conforming to IS 7834-1975 Injection Moulding)
-
-
-
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Bend (110mm dia)
2
-
220
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Coupler
2
-
115
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Ende Cap
1
-
68
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CI 'D' Joint
6
-
472
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Providing and fixing C.I. Sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tall pieces if required will be paid separately) 150mm dia
1
-
9995
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Construction of Sluice Valve (S.V.) Air Valve Chamber (1.00x1.20x1.20m) internal size including excavation of foundation and concrete base with 1:4:8 (cement, coarse sand & 40mm stone ballast) 15mm thick, M-150 B/W (1:4) cement, coarse sand including plaster 12mm thick 1:4 cement & coarse sand with neat cement finish, RCC cover 15 cm. thick in 1:1.5:3 (cement, coarse sand & 40mm stone ballast) M-150 B/W (1:4) cement & coarse sand, including 12mm Plaster.
1
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12520
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S/L of 250mm dia NP-3 hume Pipe etc all complete. (308.0+420.0)
172
-
728
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Construction of 1.00x1.20x1.50 m internal size connecting manhole chamber as per standard design and specification of LDA & including 15cm thick cement conctete 1:4:8 base & channel (with 40 mm stone ballast, coarse sand & cement), brick work 23cm thick brick work thick in 1:4 cement & coarse sand mortar 12mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 16mm dia M.S. bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre with including Circular shape 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-35), floor with 1:2:4 cement concrete all complete as per of E/I. of work (height will be measured from invert of pipe to bottom of the slab) (analysis rate).
11
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26000
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Addition/Subtraction Masonry shaft 1.0x1.20mt size as per standard design & specification of LDA having one brick work in 1:4 cement & coarse sand mortar 12mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 16mm dia MS bar foot rest embedded with 1:2:4 cement concrte as 23cm centre to centre all complete as per E/I. of work (analysis rate)
2
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-9990
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on perpared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratoy roller to achieve the desired density complete as per clause 401.
For Grading I Material (GSB-I)
33
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3795
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Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 40mm thick compacted bed of local sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer-in-Charge.
80mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern. (DAR 2016-16.91.1 Based)
130
-
815
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S/L of 150mm dia NP-3 hume Pipe etc all complete. (301.00+190.00=491.00)
172
-
491
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Construction of 0.60x0.60x1.50 m internal size connecting chamber as per standard design and specification of LDA & including 15 cm thick cement concrete 1:4:8 base & channel (with 40 mm stone ballast, coarse sand & cement), brick work 23 cm thick brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 16 mm dia M.S. bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre with including Circular Shape 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-35), floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the slab) (analysis rate).
2
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9750
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Earthwork in cutting or in embarkment In ordinary soil, excavation to be in the form of regular pits not exceeding £ metre (20") in depth and earthwork in embankment to be in 20 cm. (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5 ft) lifts and 30 m. (100") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 metres (100 ft.) distance as directed by the Engineer-in-charge.
680
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95
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Cartage of earth work in above item within 3KM distance etc. all complete.
680
-
116.96
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Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (DSR 18.10.2/2018) (@ 344.10x0.686=298.68)
32
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150.53
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